• International Journal of Highway Engineering
• /
• v.4 no.2 s.12
• /
• pp.33-42
• /
• 2002

The cracks in the pavements result from drying shrinkage, temperature change, repeated traffic loadings and so on. The reduction of soil support, spatting and many local failures are caused by water and incompressible foreign materials infiltrated into the cracks. In order to reduce this kind of problems the crack width must be controlled and managed by the accurate measurement. The current method is a visual survey using a microscope, which requires traffic blocking. The purpose of this study is to find the best condition to measure accurate crack width using automated pavement condition survey equipment running at the similar speed as other vehicles. In this study pavement surfaces are filmed on an enlarged scale by the camera with a zoom lens, and then the proper focal distance is determined according to the crack width through a pilot survey. The conditions for measurement of the accurate crack width using the image processing technique are suggested by comparing crack widths surveyed using a microscope in the field with those computed by various factors in the image processing program, STADI-2. In conclusion, the camera with a focal distance of 75m could detect crack range of 0.5mm$\sim$1.2mm In width with an accuracy of 80% for CRCP. The camera with a focal distance of 12.5mm could detect crack range of 1.8mm$\sim$3.3mm in width with an accuracy of 90% for asphalt pavement.

• Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
• /
• 2007.11a
• /
• pp.161-163
• /
• 2007

본 연구에서는 표시방전 유지펄스의 개수와 폭의 변화에 따른 표시방전의 휘도특성을 측정하였다. 실험결과, 1TV 필드 동안 인가되는 표시방전 유지펄스의 개수가 증가할수록 휘도는 완만한 포화곡선을 나타내며 증가하였고 펄스의 폭은 좁아질수록 휘도가 증가하였다. 그리고 펄스폭에 대한 휘도의 증가 정도는 펄스의 개수가 증가할수록 커졌다. 그러나 하나의 펄스에 대한 휘도는 오히려 감소하므로 표시방전 유지펄스의 개수나 폭을 늘리는 데는 한계가 있음을 알았다.

• Proceedings of the Optical Society of Korea Conference
• /
• 2001.02a
• /
• pp.30-31
• /
• 2001

다중모드간섭을 이용한 소자는 집적광학에서 광신호의 분리와 결합에 있어서 널리 사용되고 있다. 이러한 소자는 편광상태와 파장에 덜 민감하며, 광 대역폭과 제작 허용오차가 크다는 장점을 가진다. 이러한 다중모드간섭기의 설계에 있어서 간섭기의 폭은 주로 출력단에서의 도파로 폭과 도파로간 간격으로부터 정해져왔다. 본 연구에서는 특별히 광신호의 효율적인 분배를 위해 간섭기의 폭과 관련하여 광 분배기의 손실 및 균일도를 최적화하기 위한 방안을 강구하였으며, 근사적인 이론식에 의한 결과와 비교하였다. (중략)

• Proceedings of the Korean Society of Disaster Information Conference
• /
• 2015.11a
• /
• pp.141-143
• /
• 2015

본 연구는 해변의 양측에서 퇴적되고 해변 중앙에서 침식이 일어나고 있는 광안리 해수욕장에 최소 해빈폭을 최대로 하는 최적의 양빈 설계를 하고자 실시하였다. 광안리 해수욕장에 3가지 case의 양빈안을 수치 모의 시나리오로 구성하여 OneLine Shoreline Model을 적용하여 해빈폭의 시간적 변화를 모의하였으며, Cross-shore Profile Model을 적용하여 연평균 파고에 따른 전진폭과 최고 파고에 따른 침식폭을 추정하였다.

• Journal of Korea Water Resources Association
• /
• v.49 no.7
• /
• pp.635-644
• /
• 2016

This study investigates variation of flow characteristics due to variation of branch channel width and discharge ratio at bifurcation channel using 2D numerical model. The calculated result considering secondary flow is more accurate and stable than without considering one. The diversion flow rate ($Q_3/Q_1$) is reduced by flow stagnation effect according to the interaction of the secondary flow and flow separation zone in branch channel. The less upstream inflow or the lower upstream velocity, the bigger variation of diversion flow rate by changing branch channel width. At uniform downstream boundary condition, the rate of change in Froude number of downstream of main channel($Fr_2$)-diversion flow rate ($Q_3/Q_1$) relations is similar about -2.4843~-2.6675 when branch channel width ratio (b/B) is decreased. At uniform diversion flow rate ($Q_3/Q_1$) condition, the width of recirculation zone in branch channel is decreased when branch channel width ratio (b/B) is decreased. The less upstream inflow in the case of increasing branch channel width or the narrower branch channel width in the case of increasing upstream inflow, the bigger reduction ratio of recirculation zone width. At uniform inflow discharge ($Q_1$) condition, diversion flow rate, the width and length of recirculation zone in branch channel are decreased when branch channel width ratio (b/B) is decreased.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.14 no.5
• /
• pp.187-194
• /
• 2010

As the design of the pillar width (PW) of the parallel tunnels in downtown area, in which are located in plains zone with deep alluvium compared with mountain tunnels, is directly related with pre-compensation payment and costs of the underground area, it has to be planned as to keep minimum distance while securing the stability of the parallel tunnels. Although PW of downtown road tunnel in Korea is standardized as 1.5D(D: diameter of the tunnels), PW sometimes has to be reduced within 1.5D to adjust the tunnel lines to the city plan in the cases of the inlet and outlet of the tunnels. In this paper, the design and the analyses of optimum PW of the NATM type road tunnel in the downtown area are introduced. The relationship among the tunnel line planning and underground compensation fee, and ground characteristics are evaluated. In the determination of PW distance, the numerical analyses of underground road tunnels were performed, including the use of the strength decrease method and strength/stress ratio method. In the cases of inlet and outlet part of the tunnels where the stability of the pillars is poor due to contiguous construction of the parallel tunnels, the reinforcement methods are recommended for securing the stability. Numerical verification was performed for the reinforcement proposed.

• Journal of the Korean Geotechnical Society
• /
• v.36 no.12
• /
• pp.57-68
• /
• 2020

In the case of two-dimensional analysis generally applied in the analysis of Earth Retaining Wall, mutual interference occurs due to earth pressure, when the excavation width is small, and in the section where the excavation width is small, and the resulting influence makes it difficult to secure reliability in the horizontal displacement of the retaining wall when performing 2-dimensional analysis in a section with a small excavation width. This study performed two-dimensional and three-dimensional finite element analyses on excavation depth (H) and excavation width (B) under various conditions for the H-pile earth wall, in the geological conditions of clayey soil, sandy soil, and weathered rock, and examined the relationship between excavation width and horizontal displacement according to each condition, to identify the boundary of the excavation width, which is the range of mutual interference caused by earth pressure. As a result, it was possible to clearly distinguish the analytical boundary according to the excavation width only in the clayey soils with relatively large horizontal displacement. It is concluded that it is reasonable to perform a 3D finite element analysis, which is similar to the actual behavior, if the excavation scale (B/H) is 2.0 or less, with the digging width less than 12 m at a digging depth of 10 m or less, and with the the one less than 24 m at a digging depth of 10 m or more, and that 2-dimensional finite element analysis may be used in cases where the excavation width is greater than 12 m when the excavation scale (B/H) is 2.0 or more and the excavation depth is 10 m or less, and the excavation width is greater than 24 m at an excavation depth of 10 m or more.

• Journal of the Korea Concrete Institute
• /
• v.29 no.3
• /
• pp.267-273
• /
• 2017

Recently, the researches of self-healing concrete technology are being carried out actively due to the advent of importance for the maintenance of concrete structures. A water permeability test has been widely used for the evaluation of self-healing performance. However, it is difficult to compare tests results since there is no standard test method related to the self-healing. A standard method for measuring the crack width does not exist neither though the self-healing performance is significantly influenced by the initial crack width. In this study, the effect of water head and crack width on water flow was investigated using a constant water head permeability test equipment. The correlation equation between the initial crack width and water flow was suggested through the regression analysis of test data, and the predicted crack widths agree well with the real crack widths measured using microscopy.

• Korean Journal of Optics and Photonics
• /
• v.10 no.2
• /
• pp.152-156
• /
• 1999

We have developed the pulse-width variable Quenched Dye Laser (QDL). QDL consisted of the dye cell of 5 mm length containing a $2.5{\times}10^{-3}$[mol/l] solution of Rhodamine 6G and the cylindrical lens focal length of 150 mm and quenching mirror. QDL system was pumped by s XeCl excimer laser with 150 mJ pulse energy in a 20 ns pulse at 1 Hz repetition rate. Pulse-width of QDL was measured by a noncollinear intensity autocorrelator. The focused thckness was measured by changing the position of the focusing cylindrical lens. Pulse-width of QDL as a function of the focused thickness (273.0${\mu}{\textrm}{m}$~845.0${\mu}{\textrm}{m}$) varied continuously from 86 ps to 201 ps.

• Proceeding of EDISON Challenge
• /
• 2014.03a
• /
• pp.498-500
• /
• 2014

EDISON 나노물리 사이트에 탑재된 Drift-Diffusion 기반 bulk P/N Junction Diode 특성 해석용 SW를 이용해 P-N접합의 특성을 파악해보았다. n과 p영역에서의 순수 도너와 억셉터 농도를 통해 내부 전위 장벽을 구한다. 구한 내부 전위 장벽을 통해 공핍폭 W를 구할 수 있다. 이 논문에서는 일방접합의 공핍영역폭을 표현하는 식과 시뮬레이션을 통해 얻어진 공핍영역폭을 비교 분석하였다.